Burrum Quarry Traffic Advice Stopping Distance Assessment

Size: px
Start display at page:

Download "Burrum Quarry Traffic Advice Stopping Distance Assessment"

Transcription

1 Department Principal: Bryce Trevilyan Project Contact: Bryce Trevilyan Ref: 10008: September 2017 ABN: Queensland 6 Mayneview Street, Milton Qld 4064 PO Box 1779, Milton BC, Qld 4064 P: F: E: enquiry@ttplus.com.au Barro Group Pty Ltd c/- John Taylor Groundwork Plus Dear John Re: Burrum Quarry Traffic Advice Stopping Distance Assessment We refer to your request to provide a response to Council s information request in relation to stopping distances for trucks at the school pedestrian crossing. The essence of the query relates to the ability for a truck driver see a pedestrian (eg. child) crossing or intending to cross Beerburrum Road from the Beerburrum State School and if necessary to stop in time. In order to consider this, existing sight distances available for a truck driver to see someone intending to cross Beerburrum Road from the Beerburrum State School, and the stopping distances for trucks (laden quarry truck) are required to be known. 1. Site Location The proposed Burrum Quarry is located on Beerburrum-Woodford Road. Figure 1 Locality Map illustrates the location of the site relative to Beerburrum-Woodford Road, Beerburrum Road, Steve Irwin Way and the Beerburrum State School (the school). Traffic Transport Engineering

2 Steve Irwin Way N Beerburrum State School Beerburrum-Woodford Road Subject Site Beerburrum Road 2. Development Operational Characteristics Figure 1 Locality Map As discussed in the traffic report which accompanied the development application lodged for the Burrum Quarry (Ref. 1) and the response to Council s information request letter (Ref. 2), Beerburrum Road is part of the proposed haulage route of the site. We have been advised that 13t payload tandem trucks (20%), 36t payload truck and dogs (75%) and 40t payload B-doubles (5%) would be used by the Burrum Quarry. 3. Sight Distance Assessment A desktop sight distance study has been undertaken to estimate the sight distance available for truck drivers to see someone intending to cross Beerburrum Road from the school. Whilst the majority of pedestrians crossing Beerburrum Road would utilise the provided crossing, it is acknowledged that at times some people may cross at other locations. Taking this into account it has been conservatively assumed that students / parents could cross Beerburrum Road near the northern school access (at or in the vicinity of the crossing) or at the southern school access. The locations are illustrated on Figure 2 Locations of the School Accesses. 1 Burrum Quarry Traffic and Pavement Impact Assessment Report, MRCagney Pty Ltd, 17 November Burrum Quarry Response to Council s Information Request, MRCagney Pty Ltd, 5 May _10008_730_001(1)_Stopping Distance Assessment 2

3 N Beerburrum State School School crossing Northern School Access Southern School Access Figure 2 Locations of the School Accesses In this desktop sight distance study, the Googlemap street-view images have been used to inform the sight distance. The Googlemap street-view images are considered relevant, the reasons are listed below: 1. The height of a street-view camera installed in a street-view car is 2.5m (source: 2. The suggested eye height of a truck driver is 2.33m. (source: the table of driver eye height (in metres) and vehicle type is duplicated below: 3. The height of a street-view camera is sufficiently comparable to the eye height of a truck driver to be considered a useful tool to identify the approximate sight distance available for a truck driver _10008_730_001(1)_Stopping Distance Assessment 3

4 3.1 Sight Distance Available on Beerburrum Road (Northbound) Figure 3 Street-view Image taken 120m South of the Southern School Access, Looking to the North is the Googlemap street-view image taken approximately 120m south of the southern school access, looking to the north. The red arrow represents the approximate location of the southern school access. A truck driver, located 120m south of the southern school access, could easily see someone intending to cross Beerburrum Road near the southern school access. It is noted that the images do not reflect the actual perception of a driver, but are intended to indicate the presence of the available sight line. Figure 3 Street-view Image taken 120m South of the Southern School Access, Looking to the North Figure 4 Street-view Image taken 120m South of the Northern School Access, Looking to the North is the Googlemap street-view image taken approximately 120m south of the northern school access, looking to the north. The red arrow represents the approximate location of the northern school access. A truck driver, located 120m south of the northern school access / crossing location, could easily see someone intending to cross Beerburrum Road (or crossing) at this location. Figure 4 Street-view Image taken 120m South of the Northern School Access, Looking to the North Figure 5 Street-view Image taken 120m North of the Southern School Access, Looking to the South is the Googlemap street-view image taken approximately 120m north of the southern school access, looking to the south. The red arrow represents the approximate location of the southern school access. A truck driver, located 120m north of the southern school access, could see someone intending to cross Beerburrum Road near the southern school access _10008_730_001(1)_Stopping Distance Assessment 4

5 Figure 5 Street-view Image taken 120m North of the Southern School Access, Looking to the South Figure 6 Street-view Image taken 120m North of the Northern School Access, Looking to the South is the Googlemap street-view image taken approximately 120m north of the northern school access, looking to the south. The red arrow represents the approximate location of the northern school access / crossing location. A truck driver, located 120m north of the northern school access, could easily see someone intending to cross Beerburrum Road near the northern school access. Figure 6 Street-view Image taken 120m North of the Northern School Access, Looking to the South From the height of the Googlemap street-view camera (2.5m), at least 120m sight distance is available to see someone intending to cross Beerburrum Road near both the southern and northern school accesses (and crossing location) from either direction. As the gradient of Beerburrum Road near the school is relatively flat, it is apparent that this same distance is available for a truck driver (eye level of 2.33m.) travelling on Beerburrum Road in both directions. As noted, the full available distance appears to be more than this determination _10008_730_001(1)_Stopping Distance Assessment 5

6 3.2 Stopping Distance Stopping distance = Reaction distance + Braking distance Reaction Distance In an emergency, the average driver takes seconds to react. Based on the results of a speed survey undertaken on Beerburrum Road near Anzac Avenue (discussed in Ref. 2), the observed 85th%ile and the average speed (two-way) were approximately 70km/h and 62km/h. Adopting the observed 85th%ile speed (70km/h), the reaction distance would be 29m (R T = 1.5s) to 39m (R T = 2.0s). It is of course noted that the speed limit near the school is 40km/h during school zone times when students / parents would predominately be crossing Beerburrum Road. Adopting the initial speed of 40km/h during the school zone times, the reaction distance would be 17m (R T = 1.5s) to 22m (R T = 2.0s). Braking Distance Braking distance depends on many factors, such as gradient of road, condition / type of road surface, type of truck, model of truck, model of braking system, travelling speed, etc. After researching information in relation to braking distances of trucks, the most relevant information able to be sourced is Experiential Measurement of the Stopping Performance of a Tractor-Semitrailer From Multiple Speeds (Ref. 3). The braking distances (referred to as stopping distance in Ref. 3) of a fully loaded semitrailer and a lightly loaded semi-trailer under different speed scenarios are duplicated on Figure 7 Braking Distances (referred to as Stopping Distance in Ref.3). The units of mph and ft have been converted into kph and m for easy reference. 3 Experiential Measurement of the Stopping Performance of a Tractor-Semitrailer From Multiple Speeds", U.S. Department of Transportation, National Highway Traffic Safety Administration, June _10008_730_001(1)_Stopping Distance Assessment 6

7 Duplication from the U.S. document Convert to kph and m Figure 7 Braking Distances (referred to as Stopping Distance in Ref.3) Note: MGVWR Modified Gross Vehicle Weight Rating (modified maximum operating weight / mass of a vehicle) LLVW Lightly Loaded Vehicle Weight Based on the braking distances included on Figure 7 Braking Distances (referred to as Stopping Distance in Ref.3), the braking distance of a fully loaded semi-trailer would be ~14m with an initial speed of 40km/h; and ~41m with an initial speed of 70km/h. Based on the above discussion, the stopping distance of a fully loaded semi-trailer (~26.5t payload) would be 31m (= ) to 36m ( ) with an initial speed of 40km/h; and 70m (= ) to 80m ( ) with an initial speed of 70km/h. These distances are compared to the available sight distances later in this assessment. No data could be found in relation to the stopping distance of a fully loaded truck in wet conditions. Reference has been made the stopping distance of an average family car (source: which shows the stopping distances of an average family car in both dry and wet conditions. The figure is duplicated on Figure 8 Stopping Distance of an Average Family Car _10008_730_001(1)_Stopping Distance Assessment 7

8 Figure 8 Stopping Distance of an Average Family Car Based on data included on Figure 8 Stopping Distance of an Average Family Car, the stopping distance of an average family car would increase by 23% (= (69 56) / 56 x 100%) when the road is wet. Applying the same increase percentage (+23%) the stopping distance of a fully loaded semi-trailer (~26.5t payload) when the road is wet, would be in the order of: 38m (= 31 x 1.23) to 44m (= 36 x 1.23) with an initial speed of 40km/h; and 86m (= 70 x 1.23) to 98m (= 80 x 1.23) with an initial speed of 70km/h. Notwithstanding the above calculations, it is noted that heavy vehicles are unlikely to be on the road during wet weather, and in any event, tend to travel slower when the road is wet. In addition, the actual braking distances from the north would be less as trucks would be empty. 3.3 Sight Distance Available vs Stopping Distance Based on the results of the desktop study outlined herein: It is apparent that at least 120m sight distance is available for a truck driver travelling on Beerburrum Road in both directions in the vicinity of the school; If the initial speed is 40km/h, it is estimated that the stopping distance of a fully loaded semi-trailer (~26.5t payload) would be would be 31m to 36m when the road is dry; and 38m to 44m when the road is wet; If the initial speed is 70km/h, it is estimated that the stopping distance of a fully loaded semi-trailer (~26.5t payload) would be would be 70m to 80m when the road is dry; and 86m to 98m when the road is wet; and A driver of a fully loaded semi-trailer could see someone intending to cross Beerburrum Road from the Beerburrum State School in any of the investigated locations and if necessary, to stop in time. As previously discussed, we have been advised that 13t payload tandem trucks (20%), 36t payload truck and dogs (75%) and 40t payload B-doubles (5%) would be used by the Burrum Quarry. It is likely that the actual stopping distance of a truck and dog and a B-double would be only slightly longer than that of a semi-trailer as outlined herein. Accordingly, the available sight distance is more than sufficient _10008_730_001(1)_Stopping Distance Assessment 8

9 I trust that this information is of assistance. If you require any additional assistance in relation to this matter, please do not hesitate to contact me. Yours faithfully Bryce Trevilyan RPEQ #7745 Traffic and Transport Plus _10008_730_001(1)_Stopping Distance Assessment 9

Colston Budd Rogers & Kafes Pty Ltd as Trustee for C & B Unit Trust ABN

Colston Budd Rogers & Kafes Pty Ltd as Trustee for C & B Unit Trust ABN as Trustee for C & B Unit Trust ABN 27 623 918 759 Our Ref: 20 July, 2017 TR/10419/jj Transport Planning Traffic Studies Parking Studies Frasers Property Australia PO Box 4148 SHELLHARBOUR NSW 2529 Attention:

More information

In response to the TIA the Director General of the Department of Planning and Infrastructure issued the following comment:

In response to the TIA the Director General of the Department of Planning and Infrastructure issued the following comment: 06 July 2012 P0961 Natural Gas Storage Facility Letter Ver2.doc CB&I Level 13, 197 St Georges Terrace Perth, Western Australia, 6000 Attention: Jim Rutherford Dear Jim, Re: Natural Gas Storage Facility

More information

Attachment F: Transport assessment report on implications if Capell Avenue never formed

Attachment F: Transport assessment report on implications if Capell Avenue never formed Attachment F: Transport assessment report on implications if never formed CCL Ref: 14447-181118-williams.docx 18 November 2018 Tim Williams Williams and Co Limited By e-mail only: tim@williamsandco.nz

More information

Guideline for. Motor Truck and Dog Trailer Combinations up to 50 tonnes total mass. in Queensland

Guideline for. Motor Truck and Dog Trailer Combinations up to 50 tonnes total mass. in Queensland Guideline for Motor Truck and Dog Trailer Combinations up to 50 tonnes total mass in Queensland Form Number 18 Version 2 August 2009 TABLE OF CONTENTS SECTION CONTENT PAGE 1 Guideline authority 3 2 Date

More information

Chapter III Geometric design of Highways. Tewodros N.

Chapter III Geometric design of Highways. Tewodros N. Chapter III Geometric design of Highways Tewodros N. www.tnigatu.wordpress.com tedynihe@gmail.com Introduction Appropriate Geometric Standards Design Controls and Criteria Design Class Sight Distance Design

More information

Speed measurements were taken at the following three locations on October 13 and 14, 2016 (See Location Map in Exhibit 1):

Speed measurements were taken at the following three locations on October 13 and 14, 2016 (See Location Map in Exhibit 1): 2709 McGraw Drive Bloomington, Illinois 61704 p 309.663.8435 f 309.663.1571 www.f-w.com www.greennavigation.com November 4, 2016 Mr. Kevin Kothe, PE City Engineer City of Bloomington Public Works Department

More information

12 April Leakes Pty Ltd 211 Waverley Road EAST MALVERN VIC Attention: Joseph Nasr. Dear Joe,

12 April Leakes Pty Ltd 211 Waverley Road EAST MALVERN VIC Attention: Joseph Nasr. Dear Joe, Our Ref: Contact: CG120569:VG Valentine Gnanakone Leakes Pty Ltd 211 Waverley Road EAST MALVERN VIC 3145 Attention: Joseph Nasr Dear Joe, 690 DERRIMUT ROAD PROPOSED RESIDENTIAL SUBDIVISION Further to our

More information

EMGA Mitchell McLennan Pty Limited (EMM) has been engaged to complete quarterly attended noise

EMGA Mitchell McLennan Pty Limited (EMM) has been engaged to complete quarterly attended noise 12 December 2014 Level 5, 21 Bolton Street Newcastle NSW 2300 PO Box 506 Leonard Sharp Environment and Community Liaison Officer Broken Hill Operations Pty Ltd CBH Resources Rasp Mine Newcastle, NSW, 2300

More information

Transport Management Plan

Transport Management Plan Coraki Quarry Transport Management Plan Prepared for: Quarry Solutions Pty Ltd Date: 16 September 2016 File Ref: 1837.DA1.031 Resources Environment Planning Laboratories www.groundwork.com.au Coraki Quarry

More information

DUNMORE QUARRY. Transport Management Plan. Boral Resources (NSW) Pty Ltd 4/04/2016. Prepared for:

DUNMORE QUARRY. Transport Management Plan. Boral Resources (NSW) Pty Ltd 4/04/2016. Prepared for: DUNMORE QUARRY Transport Management Plan Prepared for: Boral Resources (NSW) Pty Ltd 4/04/2016 The Transport Planning Partnership Pty Ltd ACN: 607 079 005 1609_Dunmore TMP Final DUNMORE QUARRY Transport

More information

Technical Memorandum. To: From: Date: October 14 th, 2018 Project #: 1302 Project Name: Subject: Distribution:

Technical Memorandum. To: From: Date: October 14 th, 2018 Project #: 1302 Project Name: Subject: Distribution: Technical Memorandum To: Tom Hanrahan Jeff Sharp From: Date: October 14 th, 2018 Project #: 1302 Project Name: Subject: Distribution: Barrie Lockhart Road LP Conformity Review Scott Young Sorbara Group

More information

Heavy Truck Conflicts at Expressway On-Ramps Part 1

Heavy Truck Conflicts at Expressway On-Ramps Part 1 Heavy Truck Conflicts at Expressway On-Ramps Part 1 Posting Date: 7-Dec-2016; Revised 14-Dec-2016 Figure 1: Every day vast numbers of large and long trucks must enter smoothly into high speed truck traffic

More information

DRIVER SPEED COMPLIANCE WITHIN SCHOOL ZONES AND EFFECTS OF 40 PAINTED SPEED LIMIT ON DRIVER SPEED BEHAVIOURS Tony Radalj Main Roads Western Australia

DRIVER SPEED COMPLIANCE WITHIN SCHOOL ZONES AND EFFECTS OF 40 PAINTED SPEED LIMIT ON DRIVER SPEED BEHAVIOURS Tony Radalj Main Roads Western Australia DRIVER SPEED COMPLIANCE WITHIN SCHOOL ZONES AND EFFECTS OF 4 PAINTED SPEED LIMIT ON DRIVER SPEED BEHAVIOURS Tony Radalj Main Roads Western Australia ABSTRACT Two speed surveys were conducted on nineteen

More information

TRAFFIC SIMULATION IN REGIONAL MODELING: APPLICATION TO THE INTERSTATEE INFRASTRUCTURE NEAR THE TOLEDO SEA PORT

TRAFFIC SIMULATION IN REGIONAL MODELING: APPLICATION TO THE INTERSTATEE INFRASTRUCTURE NEAR THE TOLEDO SEA PORT MICHIGAN OHIO UNIVERSITY TRANSPORTATION CENTER Alternate energy and system mobility to stimulate economic development. Report No: MIOH UTC TS41p1-2 2012-Final TRAFFIC SIMULATION IN REGIONAL MODELING: APPLICATION

More information

Rail Accident Investigation: Interim Report. Fatal accident involving the derailment of a tram at Sandilands Junction, Croydon 9 November 2016

Rail Accident Investigation: Interim Report. Fatal accident involving the derailment of a tram at Sandilands Junction, Croydon 9 November 2016 Rail Accident Investigation: Interim Report Fatal accident involving the derailment of a tram at Sandilands Junction, Croydon 9 November 2016 Report IR1/2016 November 2016 Note: This interim report contains

More information

REPORT TO THE CHIEF ADMINISTRATIVE OFFICER FROM THE DEVELOPMENT AND ENGINEERING SERVICES DEPARTMENT COMPRESSED NATURAL GAS TRANSIT FLEET UPDATE

REPORT TO THE CHIEF ADMINISTRATIVE OFFICER FROM THE DEVELOPMENT AND ENGINEERING SERVICES DEPARTMENT COMPRESSED NATURAL GAS TRANSIT FLEET UPDATE September 7, 2016 REPORT TO THE CHIEF ADMINISTRATIVE OFFICER FROM THE DEVELOPMENT AND ENGINEERING SERVICES DEPARTMENT ON COMPRESSED NATURAL GAS TRANSIT FLEET UPDATE PURPOSE To update Council on Kamloops

More information

Chairperson and Committee Members REGULATORY MANAGEMENT COMMITTEE 3 SEPTEMBER 2015

Chairperson and Committee Members REGULATORY MANAGEMENT COMMITTEE 3 SEPTEMBER 2015 Chairperson and Committee Members REGULATORY MANAGEMENT COMMITTEE 3 SEPTEMBER 2015 SPEED LIMIT CHANGE ON KĀPITI ROAD PURPOSE OF REPORT Meeting Status: Public Purpose of Report: For Decision 1 The purpose

More information

ENGINEERING REPORT RE11049

ENGINEERING REPORT RE11049 Subject Client Client Address Analysis of Proposed Load Restraint Configurations for Round Cotton Modules B-Safe Winches Australia (a Division of Dangerous Goods Equipment Pty Ltd) PO Box 4029 Eight Mile

More information

NSW Road Train Modernisation Program B-Triple & AB-Triple Operating Conditions

NSW Road Train Modernisation Program B-Triple & AB-Triple Operating Conditions NSW Road Train Modernisation Program B-Triple & AB-Triple Operating Conditions Application These operating conditions apply to: B-Triples, which are a vehicle combinations consisting of a prime mover towing

More information

Transportation & Traffic Engineering

Transportation & Traffic Engineering Transportation & Traffic Engineering 1) Project Description This report presents a summary of findings for a Traffic Impact Analysis (TIA) performed by A+ Engineering, Inc. for the Hill Country Family

More information

ENGINEERING REPORT RE15012

ENGINEERING REPORT RE15012 Analysis of Proposed Load Restraint Configurations for Round Subject Cotton Modules Client Cotton Australia Pty Ltd Client Address 115 Campbell St, Toowoomba, QLD 4350 Revision 0 Date 10/02/2015 Report

More information

18/10/2018. Mr Peter Adams General Manager, Wholesale Markets Australian Energy Regulator. By

18/10/2018. Mr Peter Adams General Manager, Wholesale Markets Australian Energy Regulator. By ABN 70 250 995 390 180 Thomas Street, Sydney PO Box A1000 Sydney South NSW 1235 Australia T (02) 9284 3000 F (02) 9284 3456 18/10/2018 Mr Peter Adams General Manager, Wholesale Markets Australian Energy

More information

Attachment E: Turbine Blade Swept Path Assessment by Impact Traffic Engineers

Attachment E: Turbine Blade Swept Path Assessment by Impact Traffic Engineers ttachment E: Turbine Blade Swept Path ssessment by Impact Traffic Engineers IMPCT Traffic Engineering Pty Ltd B: 78 611 424 17 Level 17, 31 Queen Street, Melbourne, Victoria 3 23 March 218 Reference: IMP1832C1F1

More information

ROAD SAFETY RESEARCH, POLICING AND EDUCATION CONFERENCE, NOV 2001

ROAD SAFETY RESEARCH, POLICING AND EDUCATION CONFERENCE, NOV 2001 ROAD SAFETY RESEARCH, POLICING AND EDUCATION CONFERENCE, NOV 2001 Title Young pedestrians and reversing motor vehicles Names of authors Paine M.P. and Henderson M. Name of sponsoring organisation Motor

More information

CITY OF VALLEJO. DEPARTMENT OF PUBLIC WORKS Engineering Division

CITY OF VALLEJO. DEPARTMENT OF PUBLIC WORKS Engineering Division CITY OF VALLEJO DEPARTMENT OF PUBLIC WORKS Engineering Division 555 SANTA CLARA STREET P.O. BOX 3068 VALLEJO CALIFORNIA 94590-5934 707-648-4315 Web Site: www.ci.vallejo.ca.us/ FAX 707-648-4691 NOTICE DATE:

More information

Appendix J Traffic Impact Study

Appendix J Traffic Impact Study MRI May 2012 Appendix J Traffic Impact Study Level 2 Traffic Assessment Limited Impact Review Appendix J [This page was left blank intentionally.] www.sgm-inc.com Figure 1. Site Driveway and Trail Crossing

More information

ENVIRONMENTAL IMPACT STATEMENT

ENVIRONMENTAL IMPACT STATEMENT RED HILL MINING LEASE ENVIRONMENTAL IMPACT STATEMENT Section 14 Transport Section 14 Transport 14.1 Description of Environmental Values This section of the Red Hill Mining Lease Environmental Impact Statement

More information

Road Condition Assessment and Road Contributions Study. 270 Grants Road, Somersby. June 2015 Our Ref: SY140135

Road Condition Assessment and Road Contributions Study. 270 Grants Road, Somersby. June 2015 Our Ref: SY140135 Condition Assessment and Contributions Study 270 June 2015 Our Ref: SY140135 Copyright Barker Ryan Stewart Pty Ltd 2015 All Rights Reserved Project No. SY140135 Author DH Checked PM Approved GB Rev No.

More information

Commissioning Director for Environment. Officer Contact Details Lisa Wright; Summary

Commissioning Director for Environment. Officer Contact Details Lisa Wright; Summary Finchley and Golders Green Area Committee 30 November 2016 Title Report of Wards Status Urgent Key Enclosures Westbury Road Vehicles Activated Signs (VAS) - Monitoring Commissioning Director for Environment

More information

GRITTING FOR IMPROVED EARLY LIFE SKID RESISTANCE OF STONE MASTIC ASPHALT SURFACES

GRITTING FOR IMPROVED EARLY LIFE SKID RESISTANCE OF STONE MASTIC ASPHALT SURFACES GRITTING FOR IMPROVED EARLY LIFE SKID RESISTANCE OF STONE MASTIC ASPHALT SURFACES Ed Baran, Queensland Department of Transport and Main Roads, Australia Russell Lowe, Queensland Department of Transport

More information

Please Read Carefully

Please Read Carefully Please Read Carefully Name Address Address Address ANNE BRERETON DIRECTOR FOR PLACES Central Depot, Moat Lane Solihull West Midlands B91 2LW Tel: 0121 704 6103 Fax:0121 704 8162 Email: jwilkins@solihull.gov.uk

More information

CITY OF POWAY MEMORANDUM

CITY OF POWAY MEMORANDUM CITY OF POWAY MEMORANDUM TO: FROM: Traffic Safety Committee Steve Crosby P.E., City Engineer DATE: February 14, 2018 SUBJECT: Espola Road speeding concerns BACKGROUND In 2017, staff received a request

More information

MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES. September 2, 2015

MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES. September 2, 2015 5500 New Albany Road Columbus, Ohio 43054 Phone: 614.775.4500 Fax: 614.775.4800 Toll Free: 1-888-775-EMHT emht.com 2015-1008 MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES September 2, 2015 Engineers

More information

Clean Harbors Canada, Inc.

Clean Harbors Canada, Inc. Clean Harbors Canada, Inc. Proposed Lambton Landfill Expansion Environmental Assessment Terms of Reference Transportation Assessment St. Clair Township, Ontario September 2009 itrans Consulting Inc. 260

More information

BORAL CONCRETE GLENORIE

BORAL CONCRETE GLENORIE BORAL CONCRETE GLENORIE > Glenorie Progress Association meeting 14 March 2018 Glenorie RSL Club Glenorie A recap of our last discussion (Oct 2017)... Who are we? Boral Concrete (NSW/ACT) is part of the

More information

Construction Realty Co.

Construction Realty Co. MEMORANDUM TO: FROM : Jeff Pickus Construction Realty Co. Luay R. Aboona, PE Principal 9575 West Higgins Road, Suite 400 Rosemont, Illinois 60018 p: 847-518-9990 f: 847-518-9987 DATE: May 22, 2014 SUBJECT:

More information

Guideline for. Livestock Loading. in Queensland

Guideline for. Livestock Loading. in Queensland Guideline for Livestock Loading in Queensland Form Number 3 Version 4 August 2009 TABLE OF CONTENTS SECTION CONTENT PAGE 1 Guideline authority 3 2 Date of commencement 3 3 Application 3 4 Vehicle restrictions

More information

DEVELOPMENT AGREEMENT APPLICATION MULTI-UNIT RESIDENTIAL DEVELOPMENT FOURTH STREET NEAR BEDFORD HIGHWAY SUBMITTED BY: LYDON LYNCH ARCHITECTS

DEVELOPMENT AGREEMENT APPLICATION MULTI-UNIT RESIDENTIAL DEVELOPMENT FOURTH STREET NEAR BEDFORD HIGHWAY SUBMITTED BY: LYDON LYNCH ARCHITECTS DEVELOPMENT AGREEMENT APPLICATION MULTI-UNIT RESIDENTIAL DEVELOPMENT FOURTH STREET NEAR BEDFORD HIGHWAY NOVEMBER 30, 2017 SUBMITTED BY: LYDON LYNCH ARCHITECTS TABLE OF CONTENTS LETTER OF INTRODUCTION PROJECT

More information

TRAFFIC ENGINEERING ASSESSMENT MOUNT EDEN ROAD, MOUNT EDEN

TRAFFIC ENGINEERING ASSESSMENT MOUNT EDEN ROAD, MOUNT EDEN 12 September 2017 Iain McManus Civitas Planning Consultants PO Box 47020 Ponsonby AUCKLAND 1144 Dear Iain, TRAFFIC ENGINEERING ASSESSMENT 43-45 45 MOUNT EDEN ROAD, MOUNT EDEN As requested, we have prepared

More information

Additional $200 Speeding Fine Signs

Additional $200 Speeding Fine Signs CITY OF CHARLOTTESVILLE, VIRGINIA CITY COUNCIL AGENDA Agenda Date: June 18, 2007 Action Required: Presenter: Staff Contacts: Title: Adopt Ordinance Jeanie Alexander, P.E. Jeanie Alexander Additional $200

More information

PROPOSED TRAFFIC RESOLUTION

PROPOSED TRAFFIC RESOLUTION Reference Number: TR 50-18 Location:, Brooklyn Bus Hub - Brooklyn Proposal: Information: To provide new bus stops to create a Bus hub location on Cleveland Street, Brooklyn, as part of Wellington s new

More information

Triple Fatal Motorcycle Crash On Wellington Road And Ferguson Line South of London, Ontario

Triple Fatal Motorcycle Crash On Wellington Road And Ferguson Line South of London, Ontario Triple Fatal Motorcycle Crash On Wellington Road And Ferguson Line South of London, Ontario Posting Date: Sept 4-2015 Motorcycles such as those pictured in this file photo continue to over represent the

More information

Available online at ScienceDirect. Procedia Engineering 137 (2016 ) GITSS2015

Available online at  ScienceDirect. Procedia Engineering 137 (2016 ) GITSS2015 Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 137 (2016 ) 244 251 GITSS2015 Simulation Analysis of Double Road Train Adaptability of Highway in China Hao Zhang a,b,*, Hong-wei

More information

PROPOSED BROILER FARMS

PROPOSED BROILER FARMS PROPOSED BROILER FARMS BARINGHUP WEST Traffic Engineering Assessment Prepared for PAVILION PARTNERS MARCH, 2014 OUR REFERENCE: 16853R9457 PROPOSED BROILER FARMS BARINGHUP WEST Traffic Engineering Assessment

More information

Motorways, trunk and class 1 roads and heavily trafficked roads in urban areas (carrying more than 2000 vehicles per day) C All other sites 45

Motorways, trunk and class 1 roads and heavily trafficked roads in urban areas (carrying more than 2000 vehicles per day) C All other sites 45 Revolutionising the way Roads are Built Environmentally Friendly Cold Asphalt Premix 20 September 2013 Carboncor Product Skid Resistance Test work Carboncor Sdn Bhd (Co. No: 979511-W) Lot.K-06-10, No.2,

More information

Exhibit F - UTCRS. 262D Whittier Research Center P.O. Box Lincoln, NE Office (402)

Exhibit F - UTCRS. 262D Whittier Research Center P.O. Box Lincoln, NE Office (402) UTC Project Information Project Title University Principal Investigator PI Contact Information Funding Source(s) and Amounts Provided (by each agency or organization) Exhibit F - UTCRS Improving Safety

More information

MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND

MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND Prepared for: Department of Public Works Anne Arundel County Prepared by: URS Corporation 4 North Park Drive, Suite 3 Hunt Valley,

More information

5 SPEED LIMIT REVISIONS ON REGIONAL ROADS JANUARY UPDATE

5 SPEED LIMIT REVISIONS ON REGIONAL ROADS JANUARY UPDATE Clause No. 5 in Report No. 1 of Committee of the Whole was adopted, without amendment, by the Council of The Regional Municipality of York at its meeting held on January 23, 2014. 5 SPEED LIMIT REVISIONS

More information

This page is intentionally left blank.

This page is intentionally left blank. This page is intentionally left blank. Bipole III Southern Ground Electrode Line Route Selection Introduction Manitoba Hydro has recently selected a route for the southern ground electrode line (Map 1).

More information

APPENDIX 7.1 Annex E. South Kyle Wind Farm Abnormal Load Traffic Management Plan VATTENFALL

APPENDIX 7.1 Annex E. South Kyle Wind Farm Abnormal Load Traffic Management Plan VATTENFALL APPENDIX 7.1 Annex E South Kyle Wind Farm Abnormal Load Traffic Management Plan VATTENFALL Ref: 402-03640-00006 March 2013 VATTENFALL i Ref: 402.03640.00006 CONTENTS 1.0 INTRODUCTION... 2 1.1 Proposed

More information

CHARACTERIZATION AND DEVELOPMENT OF TRUCK LOAD SPECTRA FOR CURRENT AND FUTURE PAVEMENT DESIGN PRACTICES IN LOUISIANA

CHARACTERIZATION AND DEVELOPMENT OF TRUCK LOAD SPECTRA FOR CURRENT AND FUTURE PAVEMENT DESIGN PRACTICES IN LOUISIANA CHARACTERIZATION AND DEVELOPMENT OF TRUCK LOAD SPECTRA FOR CURRENT AND FUTURE PAVEMENT DESIGN PRACTICES IN LOUISIANA LSU Research Team Sherif Ishak Hak-Chul Shin Bharath K Sridhar OUTLINE BACKGROUND AND

More information

Decision RIS-Proposal for national licencing of the Refrigeration and Air-Conditioning Occupations.

Decision RIS-Proposal for national licencing of the Refrigeration and Air-Conditioning Occupations. 16 August 2013 ARC AUSTRALIAN REFRIGERATION COUNCIL ABN 69 097 952 657 Queensland Competition Authority Office of Best Practice Regulation Inquiries and Investigation GPO Box2257 BRISBANE QLD 4001 Dear

More information

REPORT ON TRAFFIC IMPACT FOR THE LEGITIMISATION OF EXISTING SHORT TERM & TENT SITES KIOLOA BEACH HOLIDAY PARK

REPORT ON TRAFFIC IMPACT FOR THE LEGITIMISATION OF EXISTING SHORT TERM & TENT SITES KIOLOA BEACH HOLIDAY PARK Engineering & Management Civil and Structural Engineering Environmental Engineering Quality Assurance Project Management Development Consultants 20 July, 2007 Ref. No. 06269 REPORT ON TRAFFIC IMPACT FOR

More information

DATE: March 21, 2017 REPORT NO. PW TYPE OF REPORT CONSENT ITEM [ ] ITEM FOR CONSIDERATION [ X ] 2.0 TOPIC

DATE: March 21, 2017 REPORT NO. PW TYPE OF REPORT CONSENT ITEM [ ] ITEM FOR CONSIDERATION [ X ] 2.0 TOPIC PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION DATE: March 21, 2017 REPORT NO. PW2017-022 TO: FROM: Chair and Members Committee of the Whole Operations and Administration E. (Beth) Goodger, General Manager

More information

Winstone Aggregates. Three Kings Quarry Filling, Mt Eden Road, Auckland TRANSPORTATION ASSESSMENT REPORT. June 2008

Winstone Aggregates. Three Kings Quarry Filling, Mt Eden Road, Auckland TRANSPORTATION ASSESSMENT REPORT. June 2008 Winstone Aggregates Three Kings Quarry Filling, Mt Eden Road, Auckland TRANSPORTATION ASSESSMENT REPORT PO Box 2592 Auckland Phone : +64 9 302 0901 New Zealand June 2008 www.tdg.co.nz Winstone Aggregates

More information

FOLLOWING DISTANCE RISK ENGINEERING

FOLLOWING DISTANCE RISK ENGINEERING FOLLOWING DISTANCE Following too close, tailgating, drafting. These words are synonymous with inadequate following distance and a key contributor to rear-end collisions. A definition of following too close

More information

Land Transport Rule Omnibus Amendment 2013

Land Transport Rule Omnibus Amendment 2013 DRAFT Omnibus Amendment 2013 Rule 10009 This is the public consultation (yellow) draft of Land Transport Rule: Omnibus Amendment 2013. It contains proposals for making minor technical or other amendments

More information

Tractor-Trailer Combination Braking and Safety. Presented by : Paul Schutte Date: 12 April 2007

Tractor-Trailer Combination Braking and Safety. Presented by : Paul Schutte Date: 12 April 2007 Tractor-Trailer Combination Braking and Safety Presented by : Paul Schutte Date: 12 April 2007 Introduction When you think about tractor-trailer combinations used on declines at our Mines; What are the

More information

Simulating Trucks in CORSIM

Simulating Trucks in CORSIM Simulating Trucks in CORSIM Minnesota Department of Transportation September 13, 2004 Simulating Trucks in CORSIM. Table of Contents 1.0 Overview... 3 2.0 Acquiring Truck Count Information... 5 3.0 Data

More information

THE DAMAGING EFFECT OF SUPER SINGLES ON PAVEMENTS

THE DAMAGING EFFECT OF SUPER SINGLES ON PAVEMENTS The damaging effect of super single tyres on pavements Hudson, K and Wanty, D Page 1 THE DAMAGING EFFECT OF SUPER SINGLES ON PAVEMENTS Presenter and author Ken Hudson, Principal Pavements Engineer BE,

More information

Evaluation of Intelligent Transport Systems impact on school transport safety

Evaluation of Intelligent Transport Systems impact on school transport safety Evaluation of Intelligent Transport Systems impact on school transport safety Dagmara Jankowska-Karpa 1,*, and Justyna Wacowska-Ślęzak 1 1 Motor Transport Institute, Road Safety Centre, Warsaw, Poland

More information

TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY Prepared for:

TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY Prepared for: TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY 2014 Prepared for: Hartford Companies 1218 W. Ash Street Suite A Windsor, Co 80550 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive

More information

Q1. The graph shows the speed of a runner during an indoor 60 metres race.

Q1. The graph shows the speed of a runner during an indoor 60 metres race. Q1. The graph shows the speed of a runner during an indoor 60 metres race. (a) Calculate the acceleration of the runner during the first four seconds. (Show your working.) (b) How far does the runner travel

More information

User Guide Estimating the Incremental Cost Impact on Sealed Local Roads from Additional Freight Tasks

User Guide Estimating the Incremental Cost Impact on Sealed Local Roads from Additional Freight Tasks User Guide Estimating the Incremental Cost Impact on Sealed Local Roads from Additional Freight Tasks DATE: MAY 2015 VERSION NO: 1 walga.asn.au WALGA ONE70, LV1, 170 Railway Parade, West Leederville, WA

More information

Personal Protective Equipment Standards

Personal Protective Equipment Standards Safe Working Procedure: TAT SWP 021v3 Risk Assessment Ref: DRV RA021v3 General Road Risk Revision Issue Date Reviewed By Authorised By V3 07/06/2017 D Newton P FitzPatrick Review Date 09/06/2018 Change

More information

Driver Speed Compliance in Western Australia. Tony Radalj and Brian Kidd Main Roads Western Australia

Driver Speed Compliance in Western Australia. Tony Radalj and Brian Kidd Main Roads Western Australia Driver Speed Compliance in Western Australia Abstract Tony Radalj and Brian Kidd Main Roads Western Australia A state-wide speed survey was conducted over the period March to June 2 to measure driver speed

More information

Effects of traffic density on communication requirements for cooperative intersection collision avoidance systems (CICAS)

Effects of traffic density on communication requirements for cooperative intersection collision avoidance systems (CICAS) Effects of traffic density on communication requirements for cooperative intersection collision avoidance systems (CICAS) ABSTRACT Steven E. Shladover University of California PATH Program, USA Cooperative

More information

FEASIBILITY LAND TRANSPORTATION VENTUS ENERGY. from. covering WIND TURBINE EQUIPMENT PORT OF MOUNT MAUNGANUI TO KAIMAI RANGE SITE. for.

FEASIBILITY LAND TRANSPORTATION VENTUS ENERGY. from. covering WIND TURBINE EQUIPMENT PORT OF MOUNT MAUNGANUI TO KAIMAI RANGE SITE. for. FEASIBILITY from covering LAND TRANSPORTATION Of WIND TURBINE EQUIPMENT PORT OF MOUNT MAUNGANUI TO KAIMAI RANGE SITE for VENTUS ENERGY September 2018 TABLE OF CONTENTS 1. PURPOSE AND SCOPE... 1 1.1. Purpose...

More information

STH 60 Northern Reliever Route Feasibility Study Report

STH 60 Northern Reliever Route Feasibility Study Report #233087 v3 STH 60 Northern Reliever Route Feasibility Study Report Washington County Public Works Committee Meeting September 28, 2016 1 STH 60 Northern Reliever Route Feasibility Study Hartford Area Development

More information

ORIGINAL AND REVISED DEVELOPMENT CONCEPTS

ORIGINAL AND REVISED DEVELOPMENT CONCEPTS Reference No.: 141-24579 Mr. Tyson Simms, MCIP, LPP Planner II Rural Policy and Applications Current Planning Planning and Development P.O. Box 1749 Halifax, NS B3J 3A5 Re: : (WSP Canada Inc, March 2015)

More information

The stopping distance of a car is the sum of the thinking distance and the braking distance.

The stopping distance of a car is the sum of the thinking distance and the braking distance. FORCES AND BRAKING Q1. The stopping distance of a car is the sum of the thinking distance and the braking distance. The table below shows how the thinking distance and braking distance vary with speed.

More information

Integrating Axle Configuration, Truck Body Type, and Payload Data to Estimate Commodity Flows

Integrating Axle Configuration, Truck Body Type, and Payload Data to Estimate Commodity Flows Integrating Axle Configuration, Truck Body Type, and Payload Data to Estimate Commodity Flows NATMEC 2016 Miami, Florida May 2, 2016 Kristopher L. Maranchuk, P.Eng. Jonathan D. Regehr Ph.D., P.Eng. Outline

More information

RE: 67/71 Marquette Avenue Redevelopment Transportation Overview

RE: 67/71 Marquette Avenue Redevelopment Transportation Overview 1223 Michael Street, Suite 100, Ottawa, Ontario K1J 7T2 Tel: 613.738.4160 Fax: 613.739.7105 www.delcan.com April 23, 2014 OUR REF: TO3157TOA00 BY EMAIL: mark.larose@urbanrisedevelopment.com Urban Rise

More information

Traffic, Transportation & Civil Engineering Ali R. Khorasani, P.E. P.O. Box 804, Spencer, MA 01562, Tel: (508)

Traffic, Transportation & Civil Engineering Ali R. Khorasani, P.E. P.O. Box 804, Spencer, MA 01562, Tel: (508) Associates Traffic, Transportation & Civil Engineering Ali R. Khorasani, P.E. P.O. Box 804, Spencer, MA 01562, Tel: (508) 885-5121 Ms. Teri Ford, Associate 800 Boylston Street, Suite 1570 Boston, MA July

More information

TURN AND CURVE SIGNS

TURN AND CURVE SIGNS Page 1 of 6 RECOMMENDED PRACTICES PART SECTION SUB-SECTION HIGHWAY SIGNS WARNING SIGNS General Standard Unexpected changes in roadway alignment (such as abrupt turns, curves, or the termination of road

More information

Post 50 km/h Implementation Driver Speed Compliance Western Australian Experience in Perth Metropolitan Area

Post 50 km/h Implementation Driver Speed Compliance Western Australian Experience in Perth Metropolitan Area Post 50 km/h Implementation Driver Speed Compliance Western Australian Experience in Perth Metropolitan Area Brian Kidd 1 (Presenter); Tony Radalj 1 1 Main Roads WA Biography Brian joined Main Roads in

More information

ORANGE COUNTY TRAFFIC COMMITTEE. Speed Limit. Sellas Road North/Sellas Road South; Ladera Ranch; TB 952-F1. Traffic Engineering.

ORANGE COUNTY TRAFFIC COMMITTEE. Speed Limit. Sellas Road North/Sellas Road South; Ladera Ranch; TB 952-F1. Traffic Engineering. ORANGE COUNTY TRAFFIC COMMITTEE SUPERVISORIAL DISTRICT: 5 SUBJECT: LOCATION: INITIATED BY: INVESTIGATOR: REQUEST: Speed Limit Sellas Road North/Sellas Road South; Ladera Ranch; TB 952-F1 Traffic Engineering

More information

Heavy Vehicle Visibility

Heavy Vehicle Visibility Heavy Vehicle Visibility Industry Technical Council Advisory Procedure Printed by 3M Traffic Safety Systems in the interest of improving truck safety, through greater visibility Disclaimers This Code of

More information

ZELINKA PRIAMO LTD. November 7th Works Committee. Civic

ZELINKA PRIAMO LTD. November 7th Works Committee. Civic Committee ZELINKA PRIAMO LTD A P esc nal Ptk1kj1 Pj-act November 7th 2014 Chair and Members - City Hall, 3rU Floor 300 Dufferin Avenue London, ON N6A4L9 Attn: Jackie Martin Dear Chair and Members, Civic

More information

Club Policy on Young Drivers (Light Utility Vehicles)

Club Policy on Young Drivers (Light Utility Vehicles) Version 1 Page 1 of 8 1 Introduction This document establishes the club policy on the operation of our light utility vehicles by young drivers. By young drivers we mean those younger than, but not including,

More information

UPPER GREEN RIVER OZONE INVESTIGATION (O3i) LUMAN AND PARADISE ROAD TRAFFIC COUNT STUDY 03/05/2009 AND 06/09/2009. Study Summary.

UPPER GREEN RIVER OZONE INVESTIGATION (O3i) LUMAN AND PARADISE ROAD TRAFFIC COUNT STUDY 03/05/2009 AND 06/09/2009. Study Summary. UPPER GREEN RIVER OZONE INVESTIGATION (O3i) LUMAN AND PARADISE ROAD TRAFFIC COUNT STUDY 03/05/2009 AND 06/09/2009 Study Summary Prepared for WYOMING DEPARTMENT OF ENVIRONMENTAL QUALITY 122 West 25 th Street

More information

Table of Contents INTRODUCTION... 3 PROJECT STUDY AREA Figure 1 Vicinity Map Study Area... 4 EXISTING CONDITIONS... 5 TRAFFIC OPERATIONS...

Table of Contents INTRODUCTION... 3 PROJECT STUDY AREA Figure 1 Vicinity Map Study Area... 4 EXISTING CONDITIONS... 5 TRAFFIC OPERATIONS... Crosshaven Drive Corridor Study City of Vestavia Hills, Alabama Table of Contents INTRODUCTION... 3 PROJECT STUDY AREA... 3 Figure 1 Vicinity Map Study Area... 4 EXISTING CONDITIONS... 5 TRAFFIC OPERATIONS...

More information

NEW Load Restrictions and Overweight/Oversize Permit Requirements

NEW Load Restrictions and Overweight/Oversize Permit Requirements NEW Load Restrictions and Overweight/Oversize Permit Requirements Illegaly overweight vehicles damage Minnehaha County roads, shorten road life, and increase costs to both the trucking industry and taxpayers.

More information

RE: A Traffic Impact Statement for a proposed development on Quinpool Road

RE: A Traffic Impact Statement for a proposed development on Quinpool Road James J. Copeland, P.Eng. GRIFFIN transportation group inc. 30 Bonny View Drive Fall River, NS B2T 1R2 May 31, 2018 Ellen O Hara, P.Eng. Project Engineer DesignPoint Engineering & Surveying Ltd. 200 Waterfront

More information

Director of Building and Deputy Chief Building Official. 1. North York Community Council approve the request for sign variance at 515 Drewry Avenue.

Director of Building and Deputy Chief Building Official. 1. North York Community Council approve the request for sign variance at 515 Drewry Avenue. STAFF REPORT ACTION REQUIRED Sign Variance 515 Drewry Avenue (New Application & Report) Date: October 19, 2009 To: From: Wards: Reference Number: North York Community Council Director of Building and Deputy

More information

The Earthworks and Heavy Haulage Specialists

The Earthworks and Heavy Haulage Specialists The Earthworks and Heavy Haulage Specialists JEFFSANN EXCAVATIONS PTY LIMITED Jeffsann Excavations is a family owned business servicing the greater Sydney Metropolitan area for over 25 years! Established

More information

LAL LAL WIND FARM YENDON SECTION. Feasibility of haulage routes. WestWind Energy Pty Ltd. 10/01/2008 Job No. CG107800

LAL LAL WIND FARM YENDON SECTION. Feasibility of haulage routes. WestWind Energy Pty Ltd. 10/01/2008 Job No. CG107800 LAL LAL WIND FARM YENDON SECTION Feasibility of haulage routes 10/01/2008 Job No. CG107800 WestWind Energy Pty Ltd Cardno Victoria Pty Ltd trading as Cardno Grogan Richards ABN 84 006 346 087 150 Oxford

More information

TRAFFIC IMPACT STUDY. USD #497 Warehouse and Bus Site

TRAFFIC IMPACT STUDY. USD #497 Warehouse and Bus Site TRAFFIC IMPACT STUDY for USD #497 Warehouse and Bus Site Prepared by: Jason Hoskinson, PE, PTOE BG Project No. 16-12L July 8, 216 145 Wakarusa Drive Lawrence, Kansas 6649 T: 785.749.4474 F: 785.749.734

More information

WIM #40 US 52, MP S. ST. PAUL, MN APRIL 2010 MONTHLY REPORT

WIM #40 US 52, MP S. ST. PAUL, MN APRIL 2010 MONTHLY REPORT WIM #40 US 52, MP 126.8 S. ST. PAUL, MN APRIL 2010 MONTHLY REPORT In order to understand the vehicle classes and groupings the Mn/DOT Vehicle Classification Scheme and the Vehicle Class Groupings for Forecasting

More information

The Impact of Speed Enforcement and Increasing the HGV Speed Limit on the A9(T)

The Impact of Speed Enforcement and Increasing the HGV Speed Limit on the A9(T) The Impact of Speed Enforcement and Increasing the HGV Speed Limit on the A9(T) Transport Scotland Microsimulation Modelling and Accident Assessment May 2012 THE IMPACT OF SPEED ENFORCEMENT AND INCREASING

More information

City of Lafayette Staff Report Circulation Commission

City of Lafayette Staff Report Circulation Commission City of Lafayette Staff Report Circulation Commission Meeting Date: September 5, 2016 Staff: Subject: James Hinkamp, Transportation Planner Consideration of a No Parking Zone on Victoria Avenue Summary

More information

Designation of a Community Safety Zone in Honey Harbour in the Township of Georgian Bay

Designation of a Community Safety Zone in Honey Harbour in the Township of Georgian Bay TO: FROM: Chair and Members Engineering and Public Works Committee Mark Misko, C.E.T. Manager, Roads Maintenance and Construction DATE: March 23, 2016 SUBJECT: REPORT NO: Designation of a Community Safety

More information

NORDIC VEHICLE CONFIGURATION FROM VIEWPOINT OF FUEL AND TRANSPORT ECONOMY, EMISSION REDUCTION AND ROAD WEAR IMPACT

NORDIC VEHICLE CONFIGURATION FROM VIEWPOINT OF FUEL AND TRANSPORT ECONOMY, EMISSION REDUCTION AND ROAD WEAR IMPACT NORDIC VEHICLE CONFIGURATION FROM VIEWPOINT OF FUEL AND TRANSPORT ECONOMY, EMISSION REDUCTION AND ROAD WEAR IMPACT OLAVI H. KOSKINEN - MINISTRY OF TRANSPORT/ROAD ADMINISTRATION P.O. BOX 33, FI-00521 HELSINKI,

More information

Welcome The City has undertaken a naming exercise for the existing and future LRT lines. The SE to West LRT, as the project has been called to date,

Welcome The City has undertaken a naming exercise for the existing and future LRT lines. The SE to West LRT, as the project has been called to date, Welcome The City has undertaken a naming exercise for the existing and future LRT lines. The SE to West LRT, as the project has been called to date, is now called the Valley Line. We are here to present

More information

[2015] OC6 Trailer Report

[2015] OC6 Trailer Report [2015] OC6 Trailer Report Grant Olds For AOCRA 26 th February 2015 OC6 Trailer Report The purpose of this report was to: 1. Identify any and all current state regulatory restrictions and issues relating

More information

ECONOMIC COMPARISON OF TRUCK CONFIGURATIONS

ECONOMIC COMPARISON OF TRUCK CONFIGURATIONS ISSN 1171-( 1 NEW ZEi.,...., LIF ECONOMIC COMPARISON OF TRUCK CONFIGURATIONS Gareth Jones Figure 1-6x4 + 4 axle convertible; now able to load to 44 tonnes under the new regulations ABSTRACT An economic

More information

SUBMISSION Barton Highway Duplication Planning and Safety Works 15 June 2010

SUBMISSION Barton Highway Duplication Planning and Safety Works 15 June 2010 SUBMISSION Barton Highway Duplication Planning and Safety Works 15 June 2010 Minter Ellison Building, 25 National Circuit, Forrest ACT 2603 P 02 6253 6900 F 02 6253 6999 E ata@atatruck.net.au W www.atatruck.net.au

More information

Thinking distance in metres. Draw a ring around the correct answer to complete each sentence. One of the values of stopping distance is incorrect.

Thinking distance in metres. Draw a ring around the correct answer to complete each sentence. One of the values of stopping distance is incorrect. Q1.An investigation was carried out to show how thinking distance, braking distance and stopping distance are affected by the speed of a car. The results are shown in the table. Speed in metres per second

More information

Traffic Engineering Study

Traffic Engineering Study Traffic Engineering Study Bellaire Boulevard Prepared For: International Management District Technical Services, Inc. Texas Registered Engineering Firm F-3580 November 2009 Executive Summary has been requested

More information

STUDENT TRANSPORTATION

STUDENT TRANSPORTATION Page 1 of 6 Operational Procedure 380 Background STUDENT TRANSPORTATION Although the transportation of students is no longer a requirement of the School Act, School District 72 provides an efficient and

More information